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HomeMy WebLinkAboutDrawingssRi r' I II CERTIFICATE OF OWNERSHIP AND DEDICATION FIELD NOTES STATE OF TEXAS _ K 1 2 AND 3 ('EN RA NOTFS BLOC 1. .Related Documents. 0 n.t.s. COUNTY OF BRAZO S 75.07 Acre BGS uevelo ment Company Tract - Vol. 6985, Pg. 42 o Stevenson Survey, A. P , Pelf and I in and being situated in the Rober� , > a - g. s =f 1 + Being all that certain tract or parcel of land, y 9 B. 14 930 Acre College Station I.S.D, Tract Vol. 11873, P 3512. z I f velopment Company, owner and g and a art of the 75.07 acre tract described in I Rand French President of BCS De P Y+ 54 Colla e Station, Brazos Count+, Texas, _ P C. This subdivision is zoned PDD rarer to Ordinance 2013-3512. ,11 o o, / ��� _ X Abstract No. g y on this let and designated herein as Development mLnt Com an recorded in Volume 6985, Page 4_, dee s of the land shown p 9 deed from Wayne A. Dunlop, et al to BCS D p Company D. Revised PDD Concept Plan Project Number 13-238. o\�P� "� �o� �y ' �� = ;t ' the d Y P r 1 = iSCYICt 4, Oz, College Station, Texas, and on to the Cit of and bein more articular) described by metes 2. Buildih Set Back Lines. The minimum setback standa. ds of she pas zoning a P G PAS Subdivision Y Official Records of Brazos County, Texas (O.R.B.C.) 9 particularly hereto, hereby dedicate to the use of the public of the l 9 hose no' a is subscribed h ) -` �'� � .�c�P °` �;��� �.� �•`-� P�� as follows: apply along the perimeter of the cluster development. All detached structures within a orPver, d 1 streets, alleys, parks, greenways, infrastructure easements, and - and bounds � •F �� �����'-��� z � I own for the ur ase and consideration therein cluster devGlapment must be separated by a minimum distance of 1 C feet (See Typical a \ r ublic aces thereon shown purpose �G � P at a found 5 8-inch iron rod with TxDOT cap in the south right-of-way line of State Lot Details below.) �.P' i e unless ex shall be in fee simple expressly COMMENCING. / _ CS • as part of Bridgewood Subdivision, Phase expres All h dedications P Highway No. 40 (width varies), said iron rod marking the northeast corner of the said 75.07 acre B 3. Pdrkland Dedication: Dedicated p 9 kovi ' d t erwis g p act and being in the southwest line of the called 217.5 acre Gary Seaback tract 4. ROW Dedication: 2.907 Acres - 7 Development Company tract g 4 5: According to the Flood Insurance Rate Maps for Brazos County, Texas and Ii�corporated described in Volume 2597, Page 186 (O.R.B.C.); i 4 Areas, Map Numbers 48041 C0325 E; effective May 16, 2012, this property is not p- - -of-way 40 for located in a 100-year flood hazard area. THENCE: S 86' 10' 24' W along the before-said south right of way line of State Highway No. 6. ORIGIN OF BEARING SYSTEM: The origin of bearing for this tract is based on the of 253.88 feet to the northwest corner of Brewster Drive (based on a 77-foot width) and the Central Zone NAD83 as determined from the position Randy French, Presi' ant distance Texas State Coordinate System.( ) POINT OF BEGINNING of this tract; of found TxDOT Concrete Monuments with brass disks along the northeast ling of State three 3 calls: Highway No. 40. _. ` : along the west right-of-way line of said Or Drive far the following O 7, Ai! c?itances shown along curves are are lengths: THENCE g 9 Y I 8. Common Areas, Open Areas and Landscape Easements shall be owned maintained by _� 36" E far a distance of 164.58 feet to a 1/2-Inch iron rod set for the Point of . I 1 S 03' 49 Homeowner's Association. i ) Curvature of a curve to the right, P , " 9. All Open and Common Areas shall be Public Utility and Private Drainage. Easements, l ��\� GQ 2 418.87 feet along the arc of said curve having a central angle of 58' 19 i7 , a' radius of 411.50 unless noted otherwise. i - ' 2 at a distance of 401.02 0. Residential driveway access is not allowed off of Brewster Drive. a� • STATE OF TEXAS o of 229.61 feet and a Ion chord bearing S 25 20 0_ W 1 y i feet, a tangent 9 • 11. Possible Relevant Easements as per Title Report GF No. 28265: o a 1/2-inch iron rod set for the Point of Tongency, and d feet t / _ A. Bryan Texas Utilities Blanket Easement, Vol. 350, Pg. 130 with rip exact location _ COUNTY OF BRAZOS 3) S 54' 29' 41 " W for a distance of 687.44 feet to a 1/2-inch iron rod set for the east corner of r'y ' 1 Block 10 BRIDGEWOOD SUBDIVISON, PHASE 1; described. on this da personally appeared Lot , Before me the undersigned authority, y p YB. Bryan Texas Utilities Blanket Easement,' Vol. 479,. Pg. 267 with no exact location ' i a s whose names is are described. oven to me to be the person(s) O / SUBDIVISON PHASE 1 for the following fourteen Randy_ EL�nSh, known P :THENCE: along the northerly Imes of said BRIDGEWOOD , _ 12: Abbreviations: __ V' y ' to the foregoing instrument, and acknowledged to me that he/they 9 - subscribed g 9 calls: C.O.P. - Centered on Property Line •y i ;• I therein stated. purpose and consideratio _ . ed the same for. the our _ executed P P.A.E. - Public Access Easement I��i"��� __�..____..3-- `•'"" ' .. rner to a -1/2-inch iron rod 'set for co + Easement 35 37 32 W for a distance of 150.12 feetP.U.E. -Public Utility Eas this da of s en under my hand and seal :on Y „ eel to a 1 �2-inch iron rod sec for corner, 2 Pl 26 11 29 VJ for a distance of 73.96 t P.D.E_ Public nrainage Easement , }`} 20 , _ „ 1/2-inch iron rod set for corner, Homeowner's Association y i .. 50 W for a distance of 78.19 feet to a 1 /2 Inc H.O.A.F,OaRomeo 3 N 21 32. - es at (east two inches y m �..� . o a 1/2-inch iron rod set for corner, 13. Each lot shall provide a minimum of two (2) ire or ( ) r ' _ 4 iJ 1 i 21 56 W for a distance of 212.04 feet t / P - to a 1/2-inch iron rod set for corner, - caliper or one 1 tree of four inch (4") caliper per Ordinance No. 3222. is . 5} N 34 35 26 W for a distance of 140.5 feet / p O r~� . " - ion rod set for comer, :.. { eat to a 1 2 m. h r 14. The fol{owing public utility easements shall be provided for each lot: ;., 7 punt xas y __ __.•:. 14 4.6 05 W for a distance of 130.87 f / unless = Nota Public, Bra_os County, _.- -- - -_ 6) N Notary „corner,A. " 10' Public Utility Easement shall be provided along the rear of all lots, - ." �D��-' ,._ _ _ 7) N 53' 30' 22 E'for a distance of 115.85 feet to a 1/2 inch iron rod set for y P 9 _ a 1/2-inch iron rod set for corner, noted otherwise: -teary Pibttc„ fl exas. 8 S 37 12 09 E for a distance of 92.30 feet to / ++ _ B. 10 Public Utility Easement shall be provided aloe the front of at lots, unless 1 -- - i�iyCt�rrirriissirart<plres _:-:. 9 S 49' 25' 02" E for a distance of 28.03 feet to a 1/2-inch iron rod set for come., tY ��- - _ ) noted otherwise. F,. u eat in a clockwise direction along the arc of a curve having o central angle of 24° 25 47 a 1U) 28.35 f 9 „ 15. Sight .Triangle Encroachment - In accordance with the .Unified . Development Ordinance, =� I ;• - '- -• radius of 66.50 fest, a tangent of 14.40 feet and along ,chord bearing N 52 47 51 Eat a .. nothing shall be erected, placed, planted "or allow to groin within the area shown in distance of 28.14 feet to a 1/2-inch iron rod sec for corner, such a manner that would obstruct the drivers view. Obstructions prohibited include p -- N 24 59' 15" W for a distance of 28.03 feet to a 1 /2-inch iron rod set for corner; but are not limited to fences, wails, entry signage, structures; buildings, hedges, etc. y, TIFlCATE OF CITY PLANNER- 11) ' 'stance of 90.25 feet to a 1/2-inch iron rod set for corner, 2 12 N 37 12 09 W for a di ,• } However, .fences, walls,. and/or hedges 'that do-not impair vision from three (3) feet to d. 1•�` Station eet to a 1 2-inch iron rod sat for corner, and Cit Planner of the i•Cy of College E for a distance of 104.61 f / nine (9) feet above the curb may be permitted with the approval of the. City Engineer. _ . Y , 13) N 60 17 08 �arms to requirements 1 2-inch iron rod set in the south right-of-way Required public use facilities such as fire hydrants, traffic signage, utility s#ructures, Texas, hereby c if that this Subdivision Plat-eonthe q / q P s, it oStation. 14) N Ot 03 28 W for a distance of 35.00`fet to a of the Subdivision Reg ons of the Y-f-College id State Highway No. 40 width varies); i line of said 9 Y ( etc. are exsmptd• 16. Unless noted otherwise indicated, all lot comers .are marked with. 1 /2" iron rods_ � ..a Jo. 4.0 for the foUowin three 3 calls „ THENCE: along the said south right-of-way line of State Highway h 9 O CO Indicates 1/2 iron rod found � - O Indicates 3/4" iron pipe sat Cit Pl feet to a found 1x00T concrete monument with brass disk " .-', Y "= Ci' of College Station 1) N 88 56 32" E for d distance of 248.1.4. 0 Indicates 5/8 iron rod found for carnet, 0 Indicates Fence Post Corner ,.. " 2 N 88` 37' 36 E for a distance of 131.40 feet feet to a found TxD07 concrete monument with brass ❑ Indicates Concrete Monument w/ Brass Disk Found µi ) ,� disk for corner, and n PK nail control monuments set in pavement: 6' 0' 24" E for a distance of 4-29.09 feet to the POINT OF BEGINNING and containing 14.034 3 ) N 8 1 a� ,a acres of land, more or less. , �r CERTIFICATE" OF CITY ENGINEER C I City Engineer" of the Rear Lot Line Rear Lot Line ubdivision Plat Rear Lot Line: City of College Station, Texas, hereby certify that this S f Cit to the requirements of the Subdivision Regulations of the y o ._, conforms q ! � - -" I College Station. rzi a 1 ". :a Cit n moor m i i, r.: Y g � l . , : College e S� anon i 1 "City 9 _._. --- •... -- s -"'-1 � r °a. 3 ' i I � I lei lo, I o !� EJ s li FiELD NOTES BLOCK 4 AND 5 Being all that certain tract or arca! of land, lying and being situated in the Robert Stevenson Survey, - CERTIFICATE OF PLANNIN AND ZONING COMMISSION Be g P 3/ C� l ,.: Abstract No. 54, College Station, Brazos County, Texas, and a part of the 75.07 acre tract described in �• Wayne A. Dunlap, at al to BCS Development Company recorded in Volume 6985, Page 42, L .. - .. _ • • ' i. . • -• • • ii �� Chairman of th.. Planning and the deed from y p os Count Texas O.R.B.O. and being more particularly described by metes Cit of College Station, hereby certify that the of the Official Records of Brazos y, ( ) i Zoning Co mission of the y g Y attached- plat was duly approved by the Commission on the '"1 day of and bounds as follows � N 3 i o e c 20-A _. - 3 BEGINNING: at a found 5/8-inch iron rod with TxDOT cap in the south right-of-way line of State n'•i \ a a Highway No. 40 (width varies), said iron rod marking the northeast corner of the said 75.07 acre BCS Front Lot Line trent Lot gFront Lot Line ,ty • . Development Company tract .and being in the southwest line of the called .217:5 acre Gary. Seebeck tract. I - Public Street Public Ste et Pu�iic street Cha' described in Volume 2597, Page 186 (O.R.B.C.);y �Dimension "A frI � '; line of the said 75.07 and 217.5 acre tracts for a distance Dimension A Dim " � THENCE. S 48 07 48 E along the common i'im=new feet to a found 1/2-inch Iran rod marking. the east corner of the said 75.07 acre tract, the Rear set Back Line Rear Set Back Line Cul-de-sac';:.Lots: 25 ' of 397.31 / o Exterior Lots: 20' Exterior Lots:- 20' All other Lots: 20' r • south corner of the said 217.5 acre tract and being in the northwest line : f CASTLEGATE SUBDIVISION; , Interior Lots: 10' Interior Lots: 10' SECTION 11 as recorded in Volume 5780, Page 84 (O.R.B.C.); _ 1 CAL.- THENCE: S 42' 58' 4.4" W along the northwest line of said CASTLEGATE SUBDIVISION, SECTION 11 and the p jI .1 northwest line of CASTLEGATE SUBDIVISION, SECTION 10 as recorded in Volume 5349, Page 128 (O,R.B.C.) I ) PICA'._.. C O R N E FE LM TAI � � � D I M � N .�' t � ► N S f i for a distance of 431.43 feet to a found 1/2-inch iron rod for an angle point; CERTIFICATE OF THE COUNTY CLERK 141 -1 THENCE: S 42' 35 13" 't! continuing along the southeast line of the beforesaid `75.07 acre BCS ?, STATE OF TEXAS T 9 i Development Company tract and the northwest line of said CASTLEGATE SUBDIVISION, SECTION 10 for a COUNTY OF BRAZOS distance of 246.91 feet to a 1/2-inch iron rod set for corner, -,-'- - - - - f$ 1 e sold 75.07 acre BCS Development Company tract for a -- I ren M! CQueen. County Clerk, in and for said County, do hereby certify THENCE: N 53 14 52 W into the interior of th that this plat together with its certificat�eq of authentication was filed for distance of 257.92 feet to a 1/2-inch iron rod set for corner in the east right-of-way line of Brewster record in my office the �'�'day of ��� h.P 20�bJ, ih the Drive (based on a 77-foot width), I e �_a, E g; Official Records of Brazos County, in Volume -Z-7.L(?Po Texas THENCE: along the said east right-of-way Line of Brewster Drive for the .following three (o) calls: Witness m office in Bran, Texas. V.itness my hand and official Seal, at y , ...; , 1) N 54' 29' 41 " E for a distance of 3.43 feet to a 1/2-inch iron rod set for the Paint of Curvature ' N of a curve to the left, a central an le' of 58" 19' 17", a radius of 488.50 2) 497.24 feet along the arc of said curve having 9 ,. feet, a tangent of 272.57 feet .and a long chord bearing N 25' 20' 02" E at a distance of 476.05 County ark x� Brazos Count Texas feet to a 1/2-inch iron rod set for the Point of Tangency, and • County, ,i 3) N 03' 49' 36" W for a distance of 164.58 feet to a 1/2-inch iron rod set far corner in the south right-of-way line of said State Highway iJo. 40 (width varies); ig. - F/ THEr'.CE: iJ 86° 10' 24" E along the before-said south right-of-way line of State Highway No. 40' for a ZIVAL µ distance of 176.88 feet to the POINT OF BEGINNING and containing 5.458 acres of land, more or less. =� ERIDG E 9 OD D n r CERTIFICATE OF SURVEYOR �0 N ATE OF TEXAS Y I c - _ Y j � COUNTY 0, BRAZOS LOIS 1-24- SLOCK y ,.. r .. LOTS 1-27, BLOCK 1 ,.; I, Kevin R. McClure, Registered Professional Land Sun eyor No. 5650, rn 1 / / the State of Texas, hereby certify that this plat is true and correct and was _ �� LOTS 1-6 , BL OCA �..� �, LOTS � - � �, BLOCK a actual survey of the property and that property markers prepared fro i and monuments v re placed under my supervision on the ground. �N� LOTS - �, LCL OC 5 2 92 :.` Kevin R. McClure, I R.P.L.S. No. 5650 ." C• *f _ - 0% , y_ ROSERT Sim VEiVSOId SURVEY, A-54, j 3d�W�N0WCsY93..N�T�`,� GDL iE-STATION, GRAZOS COUNTY, TEXAS L� 1 r$111t�i'm aucusr, 2014 SCALE. 1" = 00' SHEET NO Sur %Owners: :y BCS Development Co. McClure & Browne Engineering/Sur 4090 State Highway 6 South 1008 Woodcreek Dr., Suite 103 g r 9 College Station, Texas 77845 (pile) e Station, Texas 77845 � �I QF 2 SHEETS W (3 7 9) 690-1222 979 693-3838 .: - ----_--._- ___._:�.�,n:,.,�,�.,: mzn�a,��rta•r�,w�, 10530014-Phe-. 1 1 ` v b0� e �p4F°� \ 9.4' 5 Pt o�,a CO A a _ 16 / Q J 6 . \ \ ti �_ �.� \ , \ Alford Street ry� 56.35'A. C - - - - - - \ y I 20.01' N ; Sight Triangle Encroachment See Gen. Note t 985.7 s .ft. ��, / MN y c moo'- � �10' P.U.E. o o / \\ 4.03, I 45.06' INSET "A" Scale: 1"=30' H111liam D fitch Pdrk 'q 1 40 Vcrioble Width R. 0. bt! P.O.S. (Blocks 1-2-3) j (Blocks Y P 0._ (B/ecks 1-2-5) 31; Al c- j'''yi .. 4+' ° /Y 86'iii '� �.•�. SJJ y , . Y - - 77_00 - - t - 1 - -�Ed ' '- 15-' ----k -a --M -� 3�.�' k 3� � ��kv �-34'-.67-' �-C-y°3r Gr S�; 1 ��{i:R5C0` -`- � o L,9. rn\ � M �v`,•bJ �u^' ,a x �_'r ,,�G� `� �� `. 91� �-✓/"* \ �51S 861024" WV.6060, P.125 20P,U,E,TxDOT Controlled Access (373.33') V.6918, P.231\ 6 -, 0r, 1-,,�. 6 Fr/0V �V A /5A, 'c\s\� \re o 0.684 Acre ` �eo- /Open Arem I ' ,t�\'/ i✓� o \ Nh-/ ° / o - �':°��2/ o� \r_v¢_f�Jir3 o/ , C • 0• g ,\� �Vg�\/h'p Gd3� � k\� h - \\� , O / y / ��"�.✓ �S LC� A.,,.L E/;. 1 " � c/- -5/ 0Py' Common Area/open Lei � j 25' So r /\, 0' N and Detention Facility N 8610 24'E- 399.82 6. t" o .� 50.93 7.80 24.03 . 50.00' 50.00' 55.00' 5000 - __- - 55.00'5503' 5. ' 13' 5000' -50`03 55.04' ---------- ---- ----------F-----_-\L10, '10'P.U.E.P.U.E. { .k IT , G- 's, Bloc CIL- Sbw 00'01 , O � 0 O or�.9 11 rn !J n Orn8 o) n M - a 'o © OM MM- r 0 G6 O O O O j Z z I, V+ . pX IN P.U.E. 16.38' 15' P.U.E- ----- = C. % 55.0' 50.0' 55.13 50.0, 55.00' 5.00' 50.00' 55.00' 500' 0.0' r9'.00-5.00' PaJ 5 0 . 73.94,S 86'50'56" W C5 M 3o $3Dunlap Loop 50' R.O.W n�C6 N 86'50'56" E - 756.00' p0Co 10' P.U.E. 50.00' X-0.22' 69.22 54.29Ax51.10 50.80 55.00 50.00 50.00 50.00 55.00' �v P.U.CO o• 15 20.5 10.2 o W) L N NM O L ocoo� yi 12 'w cIrcy acu 33.33 > N N r �r Pr) PM- co4 / / 10 0 o M z ib CIV P4 look e". . 10' P.U.E 14.89' /. - - - - _�_' - ___-__ 51.10' . . 49.97 49.96 49.95' 55.0035.52� & 55.00'55.00' .. - - . .194 I-- ------ - - - -- S 83' J . 10+P.U.E. 239 8.x 4o1091.23o'r0' Cd FA o oo'o oo !n o In o ,r,Gt r\ to17 .1 18 4j ; - N N N `M M�o em� bZ v- 0 O c z g 70, �p ar 10P.U.E. 16.28 C, 55.00. /gv 5500' 55.00' 5 . . S 87 45 09 W 381.94 ' ?��naik,lII ba1,i 3 : Wgs, C Alford Street is 50' R, 0. WW IN 5g'• dep ClAt ivClri}rt�o� , �5 \j COUHA v / / •o' i /•^� \ N .87.45'09" E - 37060' 56.35' - � f / / CURVE 2a N 4�1V < 1b 00 •`� '\ - O a - _ VL / �y`o ' ter.. 24"25'47" 10 P.U.E. E'c.',�+� 17.39' / \ 121.42. D 0� F ` 0.585 A "VI 5 1 of \ Alford Street ry� 56.35'A. C - - - - - - \ y I 20.01' N ; Sight Triangle Encroachment See Gen. Note t 985.7 s .ft. ��, / MN y c moo'- � �10' P.U.E. o o / \\ 4.03, I 45.06' INSET "A" Scale: 1"=30' H111liam D fitch Pdrk 'q 1 40 Vcrioble Width R. 0. bt! P.O.S. (Blocks 1-2-3) j (Blocks Y P 0._ (B/ecks 1-2-5) 31; Al c- j'''yi .. 4+' ° /Y 86'iii '� �.•�. SJJ y , . Y - - 77_00 - - t - 1 - -�Ed ' '- 15-' ----k -a --M -� 3�.�' k 3� � ��kv �-34'-.67-' �-C-y°3r Gr S�; 1 ��{i:R5C0` -`- � o L,9. rn\ � M �v`,•bJ �u^' ,a x �_'r ,,�G� `� �� `. 91� �-✓/"* \ �51S 861024" WV.6060, P.125 20P,U,E,TxDOT Controlled Access (373.33') V.6918, P.231\ 6 -, 0r, 1-,,�. 6 Fr/0V �V A /5A, 'c\s\� \re o 0.684 Acre ` �eo- /Open Arem I ' ,t�\'/ i✓� o \ Nh-/ ° / o - �':°��2/ o� \r_v¢_f�Jir3 o/ , C • 0• g ,\� �Vg�\/h'p Gd3� � k\� h - \\� , O / y / ��"�.✓ �S LC� A.,,.L E/;. 1 " � c/- -5/ 0Py' Common Area/open Lei � j 25' So r /\, 0' N and Detention Facility N 8610 24'E- 399.82 6. t" o .� 50.93 7.80 24.03 . 50.00' 50.00' 55.00' 5000 - __- - 55.00'5503' 5. ' 13' 5000' -50`03 55.04' ---------- ---- ----------F-----_-\L10, '10'P.U.E.P.U.E. { .k IT , G- 's, Bloc CIL- Sbw 00'01 , O � 0 O or�.9 11 rn !J n Orn8 o) n M - a 'o © OM MM- r 0 G6 O O O O j Z z I, V+ . pX IN P.U.E. 16.38' 15' P.U.E- ----- = C. % 55.0' 50.0' 55.13 50.0, 55.00' 5.00' 50.00' 55.00' 500' 0.0' r9'.00-5.00' PaJ 5 0 . 73.94,S 86'50'56" W C5 M 3o $3Dunlap Loop 50' R.O.W n�C6 N 86'50'56" E - 756.00' p0Co 10' P.U.E. 50.00' X-0.22' 69.22 54.29Ax51.10 50.80 55.00 50.00 50.00 50.00 55.00' �v P.U.CO o• 15 20.5 10.2 o W) L N NM O L ocoo� yi 12 'w cIrcy acu 33.33 > N N r �r Pr) PM- co4 / / 10 0 o M z ib CIV P4 look e". . 10' P.U.E 14.89' /. - - - - _�_' - ___-__ 51.10' . . 49.97 49.96 49.95' 55.0035.52� & 55.00'55.00' .. - - . .194 I-- ------ - - - -- S 83' J . 10+P.U.E. 239 8.x 4o1091.23o'r0' Cd FA o oo'o oo !n o In o ,r,Gt r\ to17 .1 18 4j ; - N N N `M M�o em� bZ v- 0 O c z g 70, �p ar 10P.U.E. 16.28 C, 55.00. /gv 5500' 55.00' 5 . . S 87 45 09 W 381.94 ' ?��naik,lII ba1,i 3 : Wgs, C Alford Street is 50' R, 0. WW IN 5g'• dep ClAt ivClri}rt�o� , �5 \j COUHA v / / •o' i /•^� \ N .87.45'09" E - 37060' 56.35' - � f / / CURVE 50.21'`-50.21' RADIUS \ < rn. •`� '\ - O r cre / h Area C - _ 1 \ / �y`o ' C2 24"25'47" 10 P.U.E. E'c.',�+� 17.39' / \ 121.42. D 0� F ` 0.585 A "VI 5 1 of 272.57' N 25'217'02" E 476.05' 0 1 ' LO 35.51' o O 14.429 Acres Lot 1,:- Block 10 Co a2 a Bridgewood Subdivision Phase 1 tt c' +� }1 425.00' ° a L- - O O o 25.00' 21.03' - l 1 Lo t C7 of z 241.19' 31.50' N 11`06'49" E o c� z 3 / 21.03' 11.18' `i s _ C9 9.25 ' 375.00' 10' P.U.E. 16.43' S 81'23'42" E _- _ _ 2 90' 19' 14" 25.00' 50.21' 2' \ Alford Street ry� 56.35'A. C - - - - - - \ y I 20.01' N ; Sight Triangle Encroachment See Gen. Note t 985.7 s .ft. ��, / MN y c moo'- � �10' P.U.E. o o / \\ 4.03, I 45.06' INSET "A" Scale: 1"=30' H111liam D fitch Pdrk 'q 1 40 Vcrioble Width R. 0. bt! P.O.S. (Blocks 1-2-3) j (Blocks Y P 0._ (B/ecks 1-2-5) 31; Al c- j'''yi .. 4+' ° /Y 86'iii '� �.•�. SJJ y , . Y - - 77_00 - - t - 1 - -�Ed ' '- 15-' ----k -a --M -� 3�.�' k 3� � ��kv �-34'-.67-' �-C-y°3r Gr S�; 1 ��{i:R5C0` -`- � o L,9. rn\ � M �v`,•bJ �u^' ,a x �_'r ,,�G� `� �� `. 91� �-✓/"* \ �51S 861024" WV.6060, P.125 20P,U,E,TxDOT Controlled Access (373.33') V.6918, P.231\ 6 -, 0r, 1-,,�. 6 Fr/0V �V A /5A, 'c\s\� \re o 0.684 Acre ` �eo- /Open Arem I ' ,t�\'/ i✓� o \ Nh-/ ° / o - �':°��2/ o� \r_v¢_f�Jir3 o/ , C • 0• g ,\� �Vg�\/h'p Gd3� � k\� h - \\� , O / y / ��"�.✓ �S LC� A.,,.L E/;. 1 " � c/- -5/ 0Py' Common Area/open Lei � j 25' So r /\, 0' N and Detention Facility N 8610 24'E- 399.82 6. t" o .� 50.93 7.80 24.03 . 50.00' 50.00' 55.00' 5000 - __- - 55.00'5503' 5. ' 13' 5000' -50`03 55.04' ---------- ---- ----------F-----_-\L10, '10'P.U.E.P.U.E. { .k IT , G- 's, Bloc CIL- Sbw 00'01 , O � 0 O or�.9 11 rn !J n Orn8 o) n M - a 'o © OM MM- r 0 G6 O O O O j Z z I, V+ . pX IN P.U.E. 16.38' 15' P.U.E- ----- = C. % 55.0' 50.0' 55.13 50.0, 55.00' 5.00' 50.00' 55.00' 500' 0.0' r9'.00-5.00' PaJ 5 0 . 73.94,S 86'50'56" W C5 M 3o $3Dunlap Loop 50' R.O.W n�C6 N 86'50'56" E - 756.00' p0Co 10' P.U.E. 50.00' X-0.22' 69.22 54.29Ax51.10 50.80 55.00 50.00 50.00 50.00 55.00' �v P.U.CO o• 15 20.5 10.2 o W) L N NM O L ocoo� yi 12 'w cIrcy acu 33.33 > N N r �r Pr) PM- co4 / / 10 0 o M z ib CIV P4 look e". . 10' P.U.E 14.89' /. - - - - _�_' - ___-__ 51.10' . . 49.97 49.96 49.95' 55.0035.52� & 55.00'55.00' .. - - . .194 I-- ------ - - - -- S 83' J . 10+P.U.E. 239 8.x 4o1091.23o'r0' Cd FA o oo'o oo !n o In o ,r,Gt r\ to17 .1 18 4j ; - N N N `M M�o em� bZ v- 0 O c z g 70, �p ar 10P.U.E. 16.28 C, 55.00. /gv 5500' 55.00' 5 . . S 87 45 09 W 381.94 ' ?��naik,lII ba1,i 3 : Wgs, C Alford Street is 50' R, 0. WW IN 5g'• dep ClAt ivClri}rt�o� , �5 \j COUHA v / / •o' i /•^� \ N .87.45'09" E - 37060' 56.35' - � f / / CURVE 50.21'`-50.21' RADIUS 50.21 57.60' 55.82' CHORD BRG. -50.21'- - - r cre / h Area C - _ 229.61' / �y`o ' C2 24"25'47" 10 P.U.E. .l 0 .00 / \ eco 0 0� F ` 0.585 A "VI 5 497.24' 272.57' N 25'217'02" E 476.05' Common to �t ' LO 35.51' o O o Co a2 a C5 6'18'46" 425.00' 46.83' (oIVn z O O o 25.00' 21.03' 11.18' S 77'01'08" W z C7 276'22'4-6" z 241.19' 31.50' N 11`06'49" E o c� z 3 / 21.03' 11.18' S 54'47'29" E 20.41' C9 9.25 ' 375.00' 10' P.U.E. 16.43' S 81'23'42" E _- _ _ / � 650 g 90' 19' 14" 25.00' 50.21' 2' 50. .21' 35.45' / v1 -- .,.-..::-... i NN - o � 9 /V 'L P O a God j CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. 40_19j C 1 58'19'17" r cre / h Area C 418.87 229.61' / �y`o ' C2 24"25'47" 66.50' .l 0 .00 / \ eco 0 0� ,� �Q.Q Q . / "VI 5 497.24' 272.57' N 25'217'02" E 476.05' p�kPj�d' 81'22'20" 25.00' 35.51' 21.49' N 4,'30'46" W 32.60' C5 6'18'46" 425.00' 46.83' 23.44' N 82752'33" W 46.80' C6 / v1 -- .,.-..::-... i NN - o � 9 /V 'L P O a God j CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C 1 58'19'17" 411.50' 418.87 229.61' S 25'20'02" W 401.02' C2 24"25'47" 66.50' 28.35' 14.40' S 52'47'51 " W 28.14' C3 58'19'17" 488.50' 497.24' 272.57' N 25'217'02" E 476.05' C4 81'22'20" 25.00' 35.51' 21.49' N 4,'30'46" W 32.60' C5 6'18'46" 425.00' 46.83' 23.44' N 82752'33" W 46.80' C6 48"11'23" 25.00' 21.03' 11.18' S 77'01'08" W 20.41' C7 276'22'4-6" 50.00' 241.19' 31.50' N 11`06'49" E 66.67' C8 48'11'23" 25.00' 21.03' 11.18' S 54'47'29" E 20.41' C9 5'01'04" 375.00' 32.84' 16.43' S 81'23'42" E 32.83' C-10 90' 19' 14" 25.00' 39.4-1' 25.14' N 50'56'09" E 35.45' C11 81'35'59" 25.00' 35.60' 21.58' N 13'36'25" W 32.67' C12 180'00'00" 50.00' 157.08' 24.76' N 35'35'35" E 100.00' C13 81.36'06" 25.00' 35.61' 21.58' N 84'4•7'33" E 32.67' C14 90 40'23" 25.00' 39.56' 25.30' S 41'30'44" W 35.56' C15 12'49'21" 25.00' 5.59' 2.81' N 864'4'24" W 5.58' C16 162'53'35" 66.50' 189.06' 442.14' 1 S 18.13'30" W 131.52' CURVE TABLE � CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C17 30'54'01" , 25.00' 13.48' 6.91' S 47'46'26" E 13.32' C18 29'56'35" 272.33' 142.32' 72.83' S 17'21'17" E 140.71' C19 33'20'50" 508.40' 295.90' 152.27' S 19'03'25" E 291.74' C20 90'13'28" 25.00' 39.37' 25.10' S 9'22'55" W _35.42' C21 89'46'29" 25.00' 39.17' 24.90' N 80'37'04" W 35.29' C22 20'21' 18" 458.40' 162.85' 82.29' N 25'33' 1 '1" W 162.00' C23 103'07'41" 25.00' 45.00' 31.50' N 36'11'19" E 39.17' C24 25'20'33' 75.00' 33.17' 16.86' S 79'34'-34" E 32.90' C25 - 121'23'59" 25.00' 52.97' 44.55' S 6'12'19" E 43.60' C26 75'35'39" 40.00' 52.77' 31.02' N 87.42'30" W 49.03' C27 42'20'10" 125.00' 92.36' 48.40' N 71'04'46" W 90.28' C28 89'26'13" 25.00' 39.02' 24.76' N 47'31'44" W 35,18' C29 29'19'17" 322.33' 164.96' 84.33' N 17'28'1 6" W 163.16' C30 119' 10'30" 25.00' 52.00' 42.59' N 27' 15' 41 " E 43.12' C31 101'34'35" 25.00' 44.32' 30.64' S 42'21'47" E 38.74' LIJ 73.. 3ifa.r+.L LINE BEARING DISTANCE Li N 3T12'09" W 92.30' L2 N 49'25'02" W 28.03' L3 N 24'59'1 5" W 28.03' L4 N 3712'09" W 90.25' L5 N 60'17'08" E 104.61' L6 N 1'03'28" W 35.00' L7 N W29'41" E 3.43' L8 N 41' 10'24- E 28.31' L9 N 54'24'25" W 23:65' L10 S 54'24'25" E: 23.65' L11 S 32'19'35" E 23.16' L12 S 35'43'50" E 67.75' L13 N 35'43'50" W 68.14' L14 N 32'19'26" W 46.89' L15 S 48'49'36" E 28.31' L16 S 54'31'44" W 57.79' L17 S 54'29'41 " W 46.85' ?1 'FF -F' iuC,3_ `•r. rF, = =r,y LT ..�. 0 min-- - tf'Uc^ SR- � OD r l is i i '4F l- A. 0 1C - .SE 0 i. :' =;r'F`FGcC{;_ W LF" 14 rp.-:Z- u'11__I° a _ rna F� orw- -, LOTS 1-27, BLOCK LOIS 1-21, BLOCK 2 G �1 - K 3 L OTS 1-11, BL OCK 4 L Ts 1 6, BLOC N. AND LOTS 1-5, BLOCK 5 ACRES t. - :^F;n -._ ,±er is - - `-A '., ii:_L'F ee, F :r- _- ROBERT STE/ENSON SURVEY, A 0 1 BRAZOS COUNTY, TEXAS _ COLLEGE STATIOIti, AUGUST, 2014 SHEET NO._ F SCALE.• > " - 50 , i Iq Owners: Surveyor Browne En ineerin Surve in Inch BCS Development Co. McClure & g g/ Y 9 4090 State Highway 6 South 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 College Station, Texas 77845 OF 2 SHEETS (979) 690-1222 (979) 693-3838 P=MI 10530014', -phase 2 -fp, I dwg 0 --